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HomeMy WebLinkAboutDWG 542-7; CDP 2022-0031; ADAMS HOUSE; 01-04ODAYAM GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE JS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A-• OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBM(TTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTTON MITT/NG SHALL BE HELD PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR c0NsTR11cnoN @$PFcnoN $1/PFRVIS/DN ttsVNG AND At t otRtR A$Ptcts at THE WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION RE UEST LINE AT 760 438-3891. INSPECTION RE UESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON E WORK DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED [NG/NW? AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 17. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 18. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO. INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS JS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 19. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 20. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 21. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 22. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 23. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUC110N NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUNICATIONS f,619)262-1122 CITY OF CARLSBAD(STREETS AND STORM DRAIN) 760)434-2980 *CITY OF CARLSBAD(SEWER, WATER & RECLA/M(D WATER) 442)339-2722 *SAN DIEGUITO WATER DISTRICT [760)633-2650 *LEUCADIA WASTEWATER DISTRICT 760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 *OLIVENHAIN WATER DISTRICT (760)753-6466 • BUENA SANITATION DISTRICT f760)726-1340 x1JJO • AS APPROPRIATE 24. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. D, \DRAWING FILES\TITI.E SHEETS\IMPROVEMENT TITI.E SHEET.DWG REVISED, 03/12/24 STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WA TT) HIGH EFFICIENCY INDUCTION LIGHTS. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME 1- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES ANO APPURTENANCES, AND VOLUME J -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON, LA TEST EDITION ( GREEN BOOK). 2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER OR DESIGN££. J. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & J. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE WORK DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTE'CTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL POTABLE WATER SERVICES SHALL BE 1 • AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STA TE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO CUTTING OR SNAPPING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VAL VE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4 TTBOX. WIRE IS NOT TO INTERFERE WITH VAL VE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA TE IN ADJACENT VAL VE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIF/CALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&/, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER SHU7DOWN. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEw" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OFTHE CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA VE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 's MUTCD 2003 REVISION1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERW/St SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN JS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-J OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEO/AN NOS£.. THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-J OBJECT MARKER SHALL BE 12"X12' SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY COASTAL LAND SOLUTIONS, INC. GROUND SURVEY METHODS FROM INFORMATION GATHERED ON APRIL -JUNE. 2021 BY COASTAL LAND SOLUTIONS. INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 206-180-11-00 =~~~~~----------------, THE CALIFORNIA COORDINATE INDEX 83 OF THIS PROJECT IS N 1 999 004 E 6 231 377 PROJECT ADRESS 4368 ADAMS STREET CARLSBAD, CA 92008 INDEX OF SHEETS Tl TLE ............................................................. SHEET 1 IMPROVEMENT PLAN ..................................... SHEET 2 PROFILE, SECTIONS & DETAILS .................... SHEET J STRIPING & S/GNAGE PLAN .......................... SHEET 4 REFERENCE DRAWINGS ORA WING 149-8 (SEWER) ORA WING 149-8 (WATER) BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PLAN IS A PORTION OF THE SOUTH LINE OF ADAMS STREET SHOWN ON CORNER RECORD 48892 AS SEGMENT "L5" AND CALLED OUT ON PARCEL MAP 21698 AS NORTH 25'J5'14"WEST. THE BASIS OF BEARINGS FOUND ON PARCEL MAP 21698 IS FROM CITY OF CARLSBAD SURVEY CONTROL NETWORK MONUMENTS FOUND ON RECORD OF SURVEY 17271. SEE DETAIL ON SHEET 2 OF THIS PLAN. DEVELOPER NAME: ----=C-=-U'-"R'-'TIS=-=L"-IN"'G __ _ 3667 ADAMS STREET ADDRESS: CARLSBAD. CA 92008 PHONE NO.: (619) 392-2644 VICINITY MAP CITY OF OCEANSIDE HIGHWAY 18 '----. _,..:--I t.l"" I r,. I NOT TO SCALE WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. THIS SET OF PLANS RESOLUTION N0._~7~4~7~1 __ _ DATED FEBRUARY 1, 2023 4. 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). SOILS REPORT AND RECOMMENDA T/ONS BY GEOTEK INCORPORATED PROJ. NO. 3687-SD DA TED MAY 18 2021 6. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED N/A 8. 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY SEE DWG-542-ZA DATED N~ WDID NO. 9 J7S ______ , 10. STORM WATER MANAGEMENT PLAN PREPARED BY __ N~/_A ______ _ DA TED Ni!:, , 11. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCT/ON SITE BMP MANUAL. DESCRIPTION PROPERTY /RIGHT OF WAY LINE EXISTING CONTOUR EXISTING SEWER LINE EXISTING WATER LINE 16' DRIVEWAY EXISTING PAVEMENT TO BE REMOVED LEGEND DWG. NO. PROPOSED CURB OUTLET PROPOSED CURB & GUTTER SDRSD D-25A G-2*** PROPOSED 4" AC PAVEMENT OVER 6" A.B. (MIN) SEE NOTE # 1 PROPOSED SEWER LATERAL C.O. COG SD S-7 PROPOSED 1" WATER SERVICE CMWDSD W-J•• PROPOSED WATER METER W/FIRE CMWD W-5 SPRINKLER SYSTEM TRENCH RESURFACING PROPOSED 6" AC BERM PAINT 4" SOLID DOUBLE YELLOW STRIPE CSD GS-26 & 27 SDRSD G-05 TYPE A CA MU TCD REV. 8 FIGURE JA-104 (CA), SYMBOL iU'.)----- j 0 --® ---D-D--- DETAIL22 ----@---- QUANTITY 135 SF 668 SF 2 EA 153 LF 153 SF 1 EA 1 EA 1 EA 50 SF 77 LF 179 LF BENCH MARK ADAMS ST~~,f--:;r,; I ;'\ L_<? 7 -7 PROPOSED CONTOUR EXIST. POWER POLE EXIST. GUY WIRE DESCRIPTION: CITY OF CARLSBAD CLSB-119. 2 1/2" BRASS DISK LOCATION: IN THE CENTER OF BULB OF CUL-DE-SAC AT THE SOUTHEAST END OF SYPE OR/VE. RECORDED: ROS NO. 17271 ELEVATION: 123 774' DA TUM: NGVD 29 "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY SITE THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF _ _..iilii,..., RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: CHRISTENSEN ENGINEERING & SURVEYING ADDRESS: 7888 SILVERTON A VENUE, STE "J" CITY, ST.: SAN DIEGO CA TELEPHONE: 858-271-9901 ANTONY K. CHRISTENSEN R.C.E. NO.: 54021 -------------- REGISTRATION EXPIRATION OA TE: 12-31-2025 L._91TY OF VISTA ~ -~ ROAD PACIFIC OCEAN CITY OF ENCINITAS OTAL DISTURBED AREA = 1 902 SF -,; (~ 0 TE. E F B HIS AREA INCLUDES BUT IS NOT LIMITED TO FF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND MPORARY DISTURBANCE SUCH AS VEHICLE AND QUIPMENT STAGING AREAS, CONSTRUCTION WORKER OOT TRAFFIC, SOIL£GRA VEL PILES, UTILITY TRENCHES, ACKFILL CUTS, AN SLOPE KEYWA YS) -,; OTAL REPLACED IMPERVIOUS AREA = 668 SF -,; OTAL PROPOSED IMPERVIOUS AREA -1 293 SF /1\ DATE INITIAL EXISTING SEWER MANHOLE SAN ,,:;;~~i~·"· I ,c □□acc·, \ Jc □□Jc □, -_,co□acc,. •;~-~~-5-' ALL STANDARD DRAWINGS ARE SAND DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE: • CITY OF CARLSBAD STANDARD •• CARLSBAD MUINICIPAL WATER DISTRICT STANDARD DRAWING ••• SDRSD AS MODIFIED BY CITY OF CARLSBAD P.E. "AS BUILT" EXP. REVIEWED BY: INSPECTOR I SHfET I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: ADAMS HOUSE ROW 2023-0307 TITLE SHEET APPROVED: JASON S. ENGINEERING MANAGER RCE63912 EXPIRES 9/30/26 DATE DATE I SH~TS I GELDERT DATE DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CDP2022-0031 542-7 JN 2022-01 Docusign Envelope ID: 624A9D38-5D0D-4D1E-A013-7EEC0033D251 1/7/2025 ODAYAM 85 .------,----,-----,---.-----,----,---,----,----,-----,---.-----,----,---,----,----,-----,---.-----,----,---,----,----,-----,---,-----,----,---,----,----,-----,---,-----,----,---,----,---.,...----,---, 85 80 ::;: "' w "' u ::;: <( "' :0 w 0 II] ~ >- 0 b 0 (.!) z z w olS (.!) N-u st-w ciN "' z 75 ~ fil 0-" (.!) + II ,-..: 0. w -. [[j "' ;,i 00 " ;::; _, 6 II 8 N ~ Cl)W " ~ + II V ~ ~ w w (J-.9?%) --(2.BB%)1/ I -· • - ~-\_-I EDGE OF El(IST. 70 P/WEME~T 100 --- 10' J . . . . 3,46%, . . -- >-::;: ~ "' Xw w 0:, :r:u ~ <( <( • ::;: -0 z I': (!) Ow c::.? ,al 1.-I . . . . -II ~~ (/) _, w 125 • "' • -• --- -..--- " ----- • -- STR ET CLP OFILE-~ 3,92% ' I- 150 CURB PROFILE SCALE: l" = 10' HORIZONTAL l" = 4' VERTICAL . . 175 -· . 200 aXGRADE I --· I 1 3,35 I I / I I/ I -- 225 • .f\\' ------~ -:: ~-~:;s; :;::: -;:::. _~- -=---___ D_:JL,~IE_ _ ~o,,os,moc _ _ _ _ _ _ _ _ _ -~ ·.::-• _ _:_·__::~:::;_::=£'.,g(~ - ' ---·?,1--~--~ I' -~ ~ ==--\'•, - ,E)-(1:SC 110" -7c7,.-P-''--:-r},-~~ '""\l''t'··I 01i...:in lJ'l.i iG "1~4i;q:i, -,:7"-" '·!•!//'"\0-lb.f{_JS/-..,:<:,_1•:_ llib 'i. '''• = -- '- ROW PUBLIC CURB/AC BERM DATA □ BEARING/DELTA RADIUS LENGTH REMARKS I 7"32'24' 37700' 49.65' 6' lVPE 'G' C&G PER SDRSD G-2 2 26'28'17' 23300' 103.58 6' lVPE 'G' C&G PER SDRSD G-2 3 2"45'41' 354.67' 17.09' 6' A.C. BERM PER SDRSD G-05 lVPE "A" 4 13'27'42" 356.33' $.99' 6" A.C. BERM PER SDRSD G-05 lYPE "A" 5 Sli"35'59"E 10.15' 6" A.C. BERM PER SDRSD G-05 lYPE "A" 6 S33'57'06"E 10.66' 6" A.C. BERM PER SDRSD G-05 lYPE "A" SCALE: 10' DECEMBER 20, 2024 ANTONY K. CHRISTENSEN, RCE 54021 Date 0 10 20 30 40 D, \DRAWING FILES\TITI.E SHEETS\IMPROVEMENT TITI.E SHEET.DWG REVISED, 03/12/24 t,J ,;i . I . ~~ + 111 N. -1> ~~ "'f ' I - 250 ::;: ::;: "' w "' "' w u "' u <( <( "' b 8 0 b >- "' 0 z z w (ii ~~ w "' N r--- 2,38,s ;B \0 "" ~ + II 80 C> N. ·> "i' .... <( w 111_ >-_, N Cl)W ~ )> ~ 1.16'f' w I I I ..,_ ,(Q_.85%) EDbE OF Ek1sT. I 'AVEME ,T 75 / c).. ..._______ ..._______ /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION CONSTRUCTION NOTES PM21698 ..._______ CD 0 @ STA. 2+04.94 CL PROPOSED CURB OUTLET PER SDRSD D-25A 0100 = 0.59 CFS, V100 = 2.46 FPS STA. 1+22.17 CL PROPOSED CURB OUTLET PER SDRSD D-25A 0100 = 0.49 CFS, V100 = 2.19 FPS AC PAVEMENT TO BE REMOVED (TYP) PROPOSED 1' WIDE AC PAVEMENT PER GS-12 STA. 2+37.53 CL PROPOSED 16.0 'CONCRETE DRIVEWAY PER SDRSD G-14A & GS-12 STA. 1+00 BEGIN CONSTRUCTION OF CURB & GUTTER PER SDRSD G-2 (GUTTER 12" WIDE) STA. 2+58.56 END CONSTRUCTION OF CURB & GUTTER PER SDRSD G-2 (GUTTER 12" WIDE) STA. 2+52.83 INSTALL 1" WATER METER SERVICE W/1" WATER METER PER CMWDSD W-2 & W-5 @ EXISTING WATER SERVICE TO BE REMOVED PER STD. SPEC 15000-3.12 @ APPROX/MA TE LOCATION OF EXIST. SEWER LATERAL, CONTRACTOR TO VERIFY @ EXISTING MAIL BOX TO REMAIN @ @ @ @) @) © @J PROPOSED SEWER LATERAL CLEAN OUT PER COG STD DH S-7 4• AC PAVEMENT OVER 6" AB (MIN), SEE STREET NOTE # 1 PROPOSED 6" AC BERM EXIST. STRIPING TO BE REMOVED STA. 1+00 BEGIN NEW STRIPING PER CA MUTCD REV.8, FIGURE 3A-104 (CA), DETAIL 22 STA. 2+ 79.19 END NEW STRIPING PER CA MUTCD REV.8, FIGURE 3A-104 (CA), DETAIL 22 WESTERLY 5 FEET, AS GRANTED TO THE CITY OF CARLSBAD BY INDIVIDUAL GRANT DEED RECORDED AGUST 28, 1978 AS FILE NO. 78-366214, D.R. EXIST. POWER POLE TO REMAIN, PROTECT IN PLACE EXIST. GUY WIRE EDGE EXIST. AC PAVEMENT EXIST. AC BERM TO BE REMOVED EXIST. SEWER MANHOLE 2'x25' TRENCH REPAIR PER CSD GS-26 & GS-27 3• GRIND AND OVERLAY PM NO, 17129 ---- SITE /' ,; ,\ ,; PMNO 8524 . "AS BUILT" BASIS OF BEARINGS NOTTO SCALE P.E. EXP. REVIEWED BY: INSPECTOR I SH~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: ADAMS HOUSE ROW 2023-0307 IMPROVEMENT PLAN APPROVED: JASON S. ENGINEERING MANAGER RCE63912 EXPIRES 9 /30 /26 DATE DATE I SH~TS I GELDERT DATE DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CDP2022-0031 542-7 JN 2022-01 Docusign Envelope ID: 624A9D38-5D0D-4D1E-A013-7EEC0033D251 1/7/2025 ODAYAM R/W VARIES I I 5' I I -----I --I I ---I PROPOSED CURB & GUTTER-- l.0' l.5' 2.0% 'cc I le= -11-11 11-11-11-11 •~1rr \f4f4f1r I I 11-11----1~1 30' EX PAVEMENT CENTERLINE 12':±- EXAC PAVEMENT EX. 5' PORTION OF LOT 8 GRANTED TO CITY OF CARLSBAD DETAIL A NOTTO SCALE 60' ' . y 12"! STREET CENTERLINE I I EX AC BER I 7.4' 5.0' 8.5' EX. 8" VCP SEWER MAIN 68.62' I.E.@ STA. 200.00 - EXISTING SECTION ADAMS STREET NOTTO SCALE D, \DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED, 03/12/24 .0' >->-"' z -w ~;;;; ~ ~ 0 w (j) ~ 0 w l.0' MIN 1.0' -MIN 2.0% 30' w z :::, >-:::, () ! ---EX. AC PAVEMENT OVER AB. --------PROPOSED AC PAVEMENT OVER AB. VARIES R/W I I I-- I EX. 70" ACP WATER MAIN EX. AC PAVEMENT OVER AB. R/W 13' 5' 5' w z :::, t::; () ! 30' l.0' MIN 2.0% ---PROPOSED AC PAVEMENT OVER AB. --ASPHALT CONCRETE DIKE, TYPE A PER SDRSD G-05 VARIES 3" 1.0' 5" ~ 3" 1--- DETAIL B NOTTO SCALE 60' 30' NEW PAVEMENT CENTERLINE 17' v ADAMS STREET CENTERLINE 5.0' 25' 3' l l.0' l l.O' I VARIES EXACPAVEMENT=n _ l-__ DETAIL A PROPOSED3' GRADED PARKWAY 7.4' 5.0' 8.5' __,___ EX. 5' PORTION OF LOT 8 EX. 10" ACP WATER MAIN GRANTED TO CITY OF CARLSBAD EX. 8" VCP SEWER MAIN 68.62' I.E. @ STA. 200.00 PROPOSED SECTION FRONTING PROPERTY ADAMS STREET NOTTO SCALE DECEMBER 20, 2024 ANTONY K. CHRISTENSEN, RCE 54021 Date DATE R/W /1\ INITIAL ENGINEER OF WORK (77.70 FS) (78.0 FS) --ROW ------ 77.53 FS j ~ ~j 77.91 FS "' 77.45 FS 1; ~ 77.83 FS "" 76.83 FL 77.21 FL 3' 16,0' 3' DRIVEWAY -PER G 14-A NOTTO SCALE EX. AC PAVEMENT OVER AB. REVISION DESCRIPTION DATE w z :::, t::; () ~ <n 1.0' MIN 2.0%MIN DETAILC W/OUT AC BERM NOTTO SCALE I SH~ET I ---PROPOSED AC PAVEMENT OVER AB. l ,0' "AS BUILT" P.E. EXP. REVIEWED BY: INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: ADAMS HOUSE DATE DATE I SH~TS I ROW 2023-0307 PROFILE, SECTIONS & DETAILS APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE63912 EXPIRES 9/30126 DATE OWN BY: INITIAL DATE INITIAL PROJECT NO. DRAWING NO. CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CDP2022 0031 542 7 JN 2022-01 Docusign Envelope ID: 624A9D38-5D0D-4D1E-A013-7EEC0033D251 1/7/2025 ODAY AM \ ___________ _,. ____ _ --------------- SCALE: 10' 0 10 20 30 40 D, \DRAWING FILES\TillE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED, 03/12/24 __ _/ ---------------------.. ------.. , . ' II) ' 0 <".) 0 <".) ---- ANTONY K. CHRISTENSEN, RCE 54021 ,_. \ \ - ------ ---- DECEMBER 20, 2024 Date ---- "AS BUILT" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHlET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT IMPROVEMENT PLAN FOR: ADAMS HOUSE ROW 2023-0307 STRIPING PLAN APPROVED: JASON s. GELDERT ENGINEERING MANAGER RCE63912 EXPIRES 9/30/26 DATE /1\ OWN BY: DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. REVISION DESCRIPTION CHKD BY: ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: CDP2022-0031 542-7 JN 2022-01 Docusign Envelope ID: 624A9D38-5D0D-4D1E-A013-7EEC0033D251 1/7/2025